THE SEISMIC RESISTANT CAPACITY OF STEEL FIBER REINFORCED HIGH STRENGTH CONCRETE FRAME JOINTS

摘要：

According to the experimental results of 9 steel fiber reinforced high strength concrete frame joints under the low cyclic loading, this paper discusses the influence of steel fiber volume ratio, steel fiber addition range and axial compression ratio on the seismic behaviour of steel fiber reinforced high strength concrete frame joints. The result shows the seismic behaviour of steel fiber reinforced high strength concrete frame joints increases with the increase of the steel fiber volume ratio; the steel fiber addition range at the sides of the beam should not be too long, and it should be controlled in the range of the beam height; axial compression ratio should not be too high, and it should be controlled in the range from 0.1 to 0.3.

关键词： Steel fiber reinforced high strength concrete frame joints seismic behaviour

作者: Dan-Ying Gao Jun-Wei Zhang Ting-Yan Wang

作者单位: Research Center of New Style Building Material and Structure in Zhengzhou University,Zhengzhou 45000 Research Center of New Style Building Material and Structure in Zhengzhou University,Zhengzhou 45000

会议类型: 国际会议

会议名称: The 4th Internatiuonal Symposium on Lifetime Engineering of Civil Infrastructure(第四届土木工程结构生命周期国际学术研讨会)

会议地点: 长沙

会议语种:英文

页码: 616-622

在线出版日期: 2009-10-26（万方平台首次上网日期，不代表论文的发表时间）